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Peter MacNicholl <br /> February 24, 2003 <br /> Page 2 <br /> 4. The amount and number of extraction well pumps that are out of operation (14) <br /> seems excessive for this age and type of system. I did not review the ROD to <br /> check the plume capture performance standard that the Tracy site is required to <br /> achieve, however, the regulators should consider development and use of an <br /> enforceable schedule to correct system operational failures and to ensure plume <br /> capture is achieved and maintained. <br /> 5. Attached is a generic spread sheet that can be used to present the generalized <br /> extent of hydraulic capture for specific groundwater extraction wells. It would be <br /> helpful if this type of information were included in future annual reports. DTSC <br /> believes it would be helpful for supporting plume capture evaluations or <br /> identifying potential gaps. Also attached is a copy of the U.S. EPA factsheet on <br /> elements for effective management of pump & treat systems that may be helpful <br /> when preparing future reports. <br /> Specific Comments: <br /> 1. Pages 2-10 through 2-17, Table 2.4-1. Screen depths are provided only in feet <br /> below ground surface and make it difficult to quickly compare and assess nearby <br /> screen intervals and relative position to extraction well screen intervals. To aid <br /> review of the information, screen intervals for all wells should be provided in depth <br /> mean sea level. <br /> 2. Table 2.4-1. Include a column to identify the sampling method (e.g. conventional <br /> pump, bailer, low-flow, etc.) by well. If all wells are sampled using the same <br /> method, simply put in a footnote in the Table that identifies the sampling method <br /> being used. If low-flow sampling or passive diffusion bag samplers are used, <br /> Table 2.4-1 should include the low-flow inlet depth or mid-bag depth. <br /> 3. Page 2-7, Section 2.4.5. Provide the vertical gradient values (e.g. 0.002 ft/ft) in <br /> the text as was done for the horizontal gradient discussion. <br /> 4. Page 2-27, Figure 2.4-1. Since there is a recommendation to temporarily shut <br /> down EW014A through EW017A, DTSC recommends including a North-South <br /> cross-section (along Banta Road) from EW014A through LM165A. <br /> 5. Page 3-1, Section 3.2. I'm not surprised the Mann-Kendall test (Table 3.2-1) did <br /> not identify a significant upward TCE trend for LM146A, but the time series review <br /> should have caught the upward trend. I would consider this a relatively important <br /> well considering that the 2002 Annual recommendation is to shut off nearby <br /> extraction wells. <br />